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Home My WebLink AboutBLUE BEARY ESTATES S12325 Onsite File Blue Beary Estates #512325 Engineer's Soils Report Blue Berry Estates Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 S12325 Municipality of Anchorage Prepared for: S4 Group 124 E. 7th Avenue Anchorage, AK 99501 Marilyn Newell Living Trust Prepared By: Pannone Engineering Services, LLC P.O.B. 100217 Anchorage, AK 99510 Submitted By: a aIf • N('.CE 8 -- �1 1j1......... ::44 Steven R. Pannone, P.E. Principal, Civil Engineer April 17, 2018 Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 Engineering Report Project Description This soils report is to identify the suitability of the soils on the lot being subdivided for an on-site septic system. This subdivision is part of T11N, R2W, Sec 6, E2NW4, SW4NE4. This report will detail the soils encountered during the soils investigation, existing topography, impact to surrounding wells and septic system and the suitability of the soils encountered for the use of an on-site wastewater disposal system and water supply system. The sixteen (16) proposed lots will range from approximately 1.4 to 48.2 acres in size. Additionally, there will be two (2) proposed tracts, Tract A and Tract B that encompass wetlands making them undevelopable under current code. The lots are undeveloped, with the exception of proposed Lot 16 which has the original homestead, with existing test holes and permitted primary and reserve fields and an existing well; therefore, fifteen (15) test holes are required on the proposed lots. Due to wetlands we were unable to perform test holes on Tract A and Tract B, which we will address below. Soils Investigation Pannone Engineering Services performed a soils investigation on October 10-13, 2016, and August 29, 2017 in the area that the subdivided lots will be located. The test pits were excavated by the Flinstone Enterprises and were excavated to the maximum extent of the excavator or until groundwater or refusal. The test pits revealed a variety of soils. Test holes were performed on each proposed lot and were numbered per S4 Group's proposed subdivision lot numbers. Lot 1: We encountered in Test Hole one (TH-1) a layer of organics to a depth of one foot (1.0'), underlain with brown sand and gravel with minimal silt to a depth of fourteen feet (14.0'). The layer of sand and gravel was found to have a percolation rate of 1.0 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole One (TH-1). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was not encountered to a depth of fourteen feet (14.0') during excavation or after the seven-day monitoring period. Lot 2: We encountered in Test Hole two (TH-2) a layer of organics to a depth of one and a half feet (1.5'), underlain with brown sand and gravel with minimal silt to a depth of eleven feet Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 (11.0'). Under the sand and gravel was a layer of silty gravel to a depth of fourteen feet (14.0'). The layer of sand and gravel was found to have a percolation rate of 0.3 minutes per inch. A sieve analysis was taken from this layer and 61% passed a #4 sieve, making this material a sand, and an imported sand filter un-necessary. Based on the percolation rate and the appearance of the soil an application rate of 1 gallon per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole One (TH-1). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of eleven feet (11.0') during excavation and at ten feet (10.0') after the seven-day monitoring period. We encountered in Test Hole two-A (TH-2A) a layer of organics to a depth of one and a half feet (1.5'), underlain with Brown sand and gravel with minimal silt to a depth of ten feet (10.0'). Under the sand and gravel layer was a layer of silty gravel to a depth of twelve feet (12.0'). The layer of sand and gravel was found to have a percolation rate of 2.3 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole Two-A (TH-2A). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of ten feet (10.0') during excavation and at nine feet (9.0') after the seven-day monitoring period. Lot 3: We encountered in Test Hole three (TH-3) a layer of organics to a depth of one foot (1.0'), underlain with brown sand and gravel with minimal silt to a depth of thirteen feet (13.0'). The layer of sand and gravel was found to have a percolation rate of 1.0 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole three (TH-3). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of thirteen feet (13.0') during excavation and after the seven-day monitoring period. Lot 4: We encountered in Test Hole four (TH-4) a layer of organics and peat to a depth of two feet (2.0'), underlain wet silty gravel to a depth of eight feet (8.0'). The layer of wet silty gravel was found to have a percolation rate of 18.2 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 4.0 gallons per day/ square foot may be Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 used as an application rate with a CAT III wastewater system. Additionally Engineered Receiving Soils (ERS) must be used in this location to create separation to ground water. We did not encounter bedrock or impermeable soils in the Test Hole four (TH-4). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of four feet (4.0') during excavation and at a depth of two point five feet (2.5') on October 10, 2017. Lot 5: We encountered in Test Hole five (TH-5) a layer of organics to a depth of two feet (2.0'), underlain with silty gravel to a depth of nine feet (9.0'). The layer of silty gravel was found to have a percolation rate of 3.5 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole five (TH-5). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of six feet (6.0') during excavation and at five feet (5.0') after the seven- day monitoring period. Lot 6: We encountered in Test Hole six (TH-6) a layer of organics to a depth of one foot (1.0'), underlain with rocky silty gravel and sand to a depth of thirteen feet (13.0'). The layer of rocky silty gravel and sand was found to have a percolation rate of 1.7 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole six (TH-6). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of twelve feet (12.0') during excavation and the hole was dry after the seven-day monitoring period. Lot 7: We encountered in Test Hole seven (TH-7) a layer of organics to a depth of one foot (1.0'), underlain with rocky silty gravel and sand to a depth of six feet (6.0'). Below the silty sand was a layer of moist silty gravel to a depth of ten feet (10.0'). The layer of rocky silty gravel and sand was found to have a percolation rate of<1 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1 gallons per day/square foot may be used as an application rate. A sieve analysis was taken from this layer and 65% passed a #4 sieve, making this material a sand, and an imported sand filter un-necessary. Based on the Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 percolation rate and the appearance of the soil an application rate of 1 gallon per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole seven (TH-7). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of nine feet (9.0') during excavation and after the seven-day monitoring period. We encountered in Test Hole seven-A (TH-7A) a layer of organics to a depth of one foot (1.0'), underlain with hard, dry, rocky silty sand and gravel to a depth of eight feet (8.0'). The layer of rocky silty gravel and sand was found to have a percolation rate of 3.4 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole seven-A (TH-7A), although the material became very hard at eight feet (8.0'). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was not encountered to a depth of eight feet (8.0') during excavation and the hole was dry after the seven-day monitoring period. Lot 8: We encountered in Test Hole eight (TH-8) a layer of organics to a depth of one foot (1.0'), underlain with silty gravel and sand to a depth of eight feet (8.0') where bedrock was encountered. The layer of silty gravel and sand was found to have a percolation rate of 3.2 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We encountered bedrock in the Test Hole eight (TH-8) at a depth of eight feet. Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was new encountered during excavation and at a depth of seven feet (7.0') on October 10, 2017. Lot 9: We encountered in Test Hole nine (TH-9) a layer of organics to a depth of one foot (1.0'), underlain with silty sand to a depth of two and a half feet (2.5'). Below the silty sand was a layer of rocky silty gravel and sand to a depth of eleven feet (11.0'). The layer of rocky silty gravel and sand was found to have a percolation rate of 3.1 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole nine (TH-9). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 encountered at a depth of ten feet (10.0') during excavation and the hole was dry after the seven-day monitoring period. We encountered in Test Hole nine-A (TH-9A) a layer of organics to a depth of two feet (2.0'), underlain with rocky silty gravel and sand to a depth of fourteen feet (14.0'). The layer of rocky silty gravel and sand was found to have a percolation rate of 5.6 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 0.8 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole nine-A (TH-9A). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of twelve feet (12.0') after the seven-day monitoring period. Lot 10: We encountered in Test Hole ten (TH-10) a layer of organics to a depth of one foot (1.0'), underlain with dry and gravelly silty gravel and sand to a depth of four feet (4.0'). Below four feet was found a layer of wet silty gravel and sand to a depth of ten feet (10.0'). The layer of silty gravel and sand between one and four feet was found to have a percolation rate of 1 minute per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole ten (TH-10). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of eight feet (8.0') during excavation and at eight feet (8.0') after the seven-day monitoring period. We encountered in Test Hole ten-A (TH-10A) a layer of organics to a depth of one and a half feet (1.5'), underlain with gravel with silty veins to a depth of six feet (6.0'). Below the gravel layer was found a layer of silty gravel to a depth of ten feet (10.0'). The layer of gravel with silty veins between one and a half and six feet was found to have a percolation rate of 14.8 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 0.6 gallons per day/square foot may be used as an application rate, with a sand filter to create separation to ground water. We did not encounter bedrock or impermeable soils in the Test Hole ten-A (TH-10A). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of eight feet (8.0') during excavation and after the seven-day monitoring period. Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 Lot 11: We encountered in Test Hole eleven (TH-11) a layer of organics to a depth of one foot (1.0'), underlain with silty gravel and sand to a depth of seven feet (7.0'). Below the layer of silty gravel and sand was a layer of poorly graded silty gravel to a depth of twelve feet (12.0') The layer of silty gravel and sand was found to have a percolation rate of 4.3 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 0.8 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole eleven (TH-11). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was not encountered at a depth of twelve feet (12.0') during excavation was encountered at a depth of nine feet (9.0') on October 10, 2017. Lot 12: We encountered in Test Hole twelve (TH-12) a layer of organics to a depth of one foot (1.0'), underlain with silty gravel and sand to a depth of twelve feet (12.0'). Under the silty gravel and sand was found a layer of wet silty gravel to a depth of fourteen feet (14.0'). The layer of silty gravel and sand was found to have a percolation rate of 2.5 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole twelve (TH-12). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of twelve feet (12.0') during excavation and at eleven feet (11.0') after the seven-day monitoring period. We encountered in Test Hole twelve-A (TH-12A) a layer of organics to a depth of one foot (1.0'), underlain with silty sand to a depth of three feet (3.0'). Below the silty sand was found a layer of tight silty sand and gravel to a depth of six feet (6.0'); the layer was wet, but not impermeable. Below the silty sand and gravel was a layer of silty gravel to a depth of twelve feet (12.0'). The layer of silty sand between one and three feet was found to have a percolation rate of 3.6 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 0.8 gallons per day/ square foot may be used as an application rate, with a total depth of one foot blow the surface. We did not encounter bedrock or impermeable soils in the Test Hole twelve-A (TH-12A). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of eight feet (8.0') during excavation and at five feet (5.0') after the seven-day monitoring period. Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 Lot 13: We encountered in Test Hole thirteen (TH-13) a layer of organics to a depth of one foot (1.0'), underlain with silty sand to a depth of three feet (3.0'). Below the silty sand was found a layer of tight silty sand and gravel to a depth of five feet (5.0'); the layer was wet, but not impermeable. Below the silty sand and gravel was a layer of silty gravel to a depth of ten feet (10.0'). The layer of silty sand between one and three feet was found to have a percolation rate of 5.2 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 0.8 gallons per day/square foot may be used as an application rate, with a total depth of one foot blow the surface. We did not encounter bedrock or impermeable soils in the Test Hole thirteen (TH-13). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of nine feet (9.0') during excavation and at eight feet (8.0') after the seven-day monitoring period. Lot 14: We encountered in Test Hole fourteen (TH-14) a layer of organics to a depth of one and a half feet (1.5'), underlain with brown silty sand and gravel to a depth of eleven feet (11.0'). The layer of silty sand and gravel was found to have a percolation rate of 3.1 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole fourteen (TH-14). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was encountered at a depth of nine feet (9.0') during excavation and after the seven-day monitoring period. Lot 15: We encountered in Test Hole fifteen (TH-15) a layer of organics to a depth of one foot (1.0'), underlain with rocky gravelly sand with some silt to a depth of twelve feet (12.0'). Under the gravelly sand was a layer of silty gravel to a depth of fourteen feet (14.0'). The layer of rocky gravelly sand with some silt was found to have a percolation rate of 1.9 minutes per inch. Based on the percolation rate and the appearance of the soil an application rate of 1.2 gallons per day/ square foot may be used as an application rate. We did not encounter bedrock or impermeable soils in the Test Hole fifteen (TH-15). Permafrost was not encountered in the test pit nor is it suspected in this area. Groundwater was not encountered to a depth of fourteen feet (14.0') during excavation and the hole was dry after the seven-day monitoring period. Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 Lot 16: Test holes were performed on lot 16 as part of On-Site permit#: 0SP111178 (T11N, R2W, Sec 6, E2NW4, SW4NE4). A primary and reserve field were designed and a permit approved on this lot. See attached. Topography The proposed Blue Berry Subdivision is located in an alpine valley with a stream and wetlands on the lower portion. The slope is generally from the east to the west. The lots to the south of the stream slope from southeast to northwest, and the lots to the north slope from the northeast to the southwest. Lots 1-3 slope at 20%-25% on the lower half with a road cut slope at the bottom. The test holes on lots 1-3 were placed below the steeper southern portions of the lot that exceed 25%. There are no steep slopes within the septic reserve area on these lots. Lots 4-14 slope less than 20%, with the only steep slopes located in the road right of way as a road fill slope. Lots 15-16 have slopes less than 20% at the bottom, with the test holes, and septic reserve areas placed on this portion, below the 25% and greater slopes to the north. Existing water and wastewater systems The proposed subdivision is located on Honey Bear Lane and Snow Bear Drive, in Anchorage. Bear Valley Subdivision and Stolle Subdivision abut this development on the west and east respectively. The original homestead is located on proposed Lot 16, and has an undocumented private well and septic. A permit was issued for a septic system in this location in 2011. The existing water supply systems on all the surrounding lots are private wells and have a 100-foot protective radius around them (i.e. a new wastewater disposal system may not be located less than 100 feet from these private water wells.) The wells are far enough back on the lot that their protective well radiuses do not affect the proposed lots. Water Availability This subdivision will be located in a valley on the lower slopes of the surrounding terrain where water is readily available. The surrounding wells are typically between 100 and 200 feet deep. The static water levels range between 0 and 40 feet deep. There is an existing undocumented well on the existing homestead. The existing well flow data that was available showed that the wells with record data could produce approximately at least 2 gallons per minute. Based on the record research and field data we collected, there appears to be adequate water available for the proposed subdivision without affecting the surrounding wells. The well will be approximately 200 feet deep or less and will likely produce at least 2 gallons a minute. Installing these wells will not affect the production of water wells on the surrounding property. Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 Legal Description Well Depth Static Water Level Production Bear Valley, Blk 1, Lot 7 190 0/38 5 gpm /0.66 gpm Bear Valley, Blk 2, Lot 1 100 30 3 gpm Bear Valley, BIk 4, Lot 5 225 38 2.6 Stolle, Blk 1, Lot 1 147 20 8 Stolle, Blk 1, Lot 3 106 23 6 Stolle, BIk 4, Lot 2 195 12 5 Surface water There are streams and wetlands on T11N, R2W, Sec 6, E2NW4, SW4NE4, that are all shown on the plan. These features have been mapped by Hemlock Scientific LLC. We are unaware of the classification of the wetlands at this time, so test holes were not performed on Tract A and Tract B to avoid conflict. All septic reserve areas maintain over 100' separation to surface water. Engineering Criteria The soils in this area are typically organics underlain by silty gravel and sand. PES conducted a percolation test on the proposed lots and found a percolation rates as shown above, and on the soils logs. The soils encountered in this area are generally well percolating soils (around 5 mpi), slower in the lowest areas as shown on the logs, with some silt content. An application rate of 0.6 gpd/sf to 1.2 gpd/sf should be used for the design of a wastewater disposal system on the proposed lots as shown on the soils logs and in this report. Groundwater is relatively shallow on most of the proposed lots and drain fields should be designed with a minimum of four-foot vertical separation to seasonal high groundwater. The soils on Lot 4 are an exception with high groundwater and CAT III treatment with ERS required. Site Information For a subdivision, a site plan stamped by an engineer must show specific areas for the septic system based on the observed percolation rate and Title 15.65.180, Table 2. These areas must meet all set back requirements of Title 15.65. According to Table 2, and area of 10,000 sf must be shown for areas with a percolation rate of 1-5 MPI, an area of 12,000 sf must be shown for areas with a percolation rate of 5-12 MPI, and an area of 14,000 sf must be shown for areas with a percolation rate of 12-24 MPI. The attached site plan shows the reserve areas per these requirements. Blue Berry Subdivision Proposed Subdivision of T11N, R2W, Sec 6, E2NW4, SW4NE4 The Municipality of Anchorage (Moa) Regulations (15.65) govern for single-family homes. These regulations require a minimum of four (4) feet vertical separation between the bottom of a soil absorption system and ground water for a conventional wastewater disposal system, six feet (6') to bedrock or other impermeable layers (tight silts and clays with a percolation rate greater than 120 minutes per inch) and must be located greater than 100 feet horizontally from any surface water (Creeks and ponds). Additionally, the accepting soils must have a percolation rate of less than 120 minutes per inch. A lot must have room for a primary and reserve soil absorption system. Based on the existing topography, soils investigations conducted to date and record research of surrounding lots, the proposed lots, with the exception of Tract A and Tract B, have in excess of the required contiguous area suitable for an initial and replacement for conventional wastewater disposal systems. j ! 111J I ! i + i Ii � ', 1 . c\\•\``„ln+'�\ \\,\`\\�`\\\\ \\\`\\� \\; \\\`\\ \ �♦\\♦ \ `\\ \\\.` '-' ''\`\ ` ,\\\\'\' -�\\`'\''♦ ''' '\- \•\'�'\�' '•N'',•��\\'\\\`♦\' :\�♦ \ `\\ ' ` \ \ \\ \ .\ \ r I / i! 1 ! 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Iie�R R • ' '� � -� -� - '�' .. � i ' ESERVE AREA \ \ - _ % 1 RESERVE AREA t ' �'�- — -"�`�� - ---� - __ -10 000 S.F. �� ',� ,j, %�� , , o�0.,/ ,, , ' ,� '� � � ' i � � t•' ? � s r/• � I \\ \\R\ t'LbT'11 -� � I� •:•�. ,�, 0 ��F%''� ' ._"�- I -- RESERVE AREA ;' ,,'j' / / ,/,/'.'/ Y�,t' ,- ,i (- j- ; / -, ', ', ', • �> _�\ \) \ \ fl f'J I 0-.9'' 4.1 ,/ I j T 112A_ 1\\ I ~` 5 ` -EXISTING WELL - -- , ; /�, L, C ,, �,,' ',/,./. 8. ,, - -- ---) , i; , , ,/ , �� `, / �,��;\, ,1;,`, /' MP)- z 10,000'S.F. ,-'/;;//,' ,�';%,''10,000 S.F. - /``,� , �,-/, �'' 0 ; % _, =� ' '% / %/ �\ I TH-13 TH-14 .�=' I. -_ RESERVE AREA /, '''i;. RESERVE AREA ' r,� j.�:-......,---;-„/„....--_-_,,,:-__T„--/, ? ;,,'•i ; �y';,'-, . /• ��tr ' �' _� l �.. /' . A.� . II 1 ' \ •- - I v-11- - --- - ' - !�'�',�' jti /i i �� / 7K ! �i / . 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I. •,�. r' ,,, l . , ,/ \ /' ' x'17 ,r,' / ,\ •\ /'''' I ( / I ,,-- I ,.�,/Ie • • -- - _ ' ,----� _ =` - • ;',% 10,000 S.F. �ir-- - TH-10: -,' '%''J/ / ,', „.,-,'„-.......;)-_,.../..„, �__ri1 �r , t�.� 1• / �; � --� � -� �' RESERVE AREA /.� , � ,��' '%'' II , , �_= 1` 10,000 S.F. l __ ' ', � SER AREA LAS Iii )(..:.--.--".2 .--'::>1 . - - HONEY BEAR LANE- ?L �..A k/ /'' \ :-_ �.� _ '111111"7-7'1 - - - 12,000 S.F. - \�.,.,.- -- ,;�✓,', ” - - - ---;:---- =i - _ - RESERVE AREA -'----- ---(•"//----:--'•-- // 1 . _ /"i _ --- \ -� 0 \ROW Easement /,/ - - _ - - 'k I C=%.. _ CEA EaserOnt See »ota.- I' s _ s=='� _ :- =L `mss - - .-:":=72#140,1'04-10,000 S.F. - LOT 1...,-..2---.2.:<<\-- _ TH 2 - _ � __ __ _- TH ::4::-----1:----Y:1-; �' -- - -_-_�_------- RESERVE AREA,;:.-:.-:,-.:--7•-----_-- _______-_-_,:„:::..-.7_---:.:_-:,--„:::-._- -- _-- 1.-.:-.::.-;.--:-.-:----_----.2...----.;-- - - "► / - - - - _ - 0-0-6;1-F-1.1.- -' '. , _ , , , - -_-.:-.7.7_-_7_-.:.-.277.71-_--.-::::::-_-_-_-_-_7.7.-.---- - - - - _.____— - _ _ . ,' 1 00 S.F. -- - - - - __ - _ _ --- ---- - _..-- _ ESERVE A ' _- - 1 -/ _ - 2.:-._-....\- RESERVE AREA _....._17.-;.:L_-_-.7„-__ _ •:--:-__ - - --- .__._ _ PROPOSE _ _ � "�� - --�:%" - _ -- - - ___ DWELL - CONTOUR INTERVAL 4' -- - - _ ____ - -___ - —___. - - - \ • NOTES: - PANNONE ENG SVC LLC — oF L\u D/19/2018 SOILS REPORT P.O. BOX 100217 ANCHORAGE, AK 99510 �� " qs l� NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 j�P `t '�y�° Scale - Ail*. 49' TH /\ ••*/A 1"=200' 0 •• • • •'•'- 9 P.I.D. NO NEWELL SUBDIVISION _ ,••, 1-28 T11N, R2W, SEC6, E2NW4, SW4NE4 Steven -"'annorae/ PERMIT NO. �/. MARILYN NEWELL LIVING TRUST �)� CE 8149 •_,._-1.,... '/ S12325 PLAN ANCHORAGE, AK 4.••••.•••'• '� Sheet iluAXx`�� 1 1 OF 21 SOILS LOG -PERCOLATION TEST TEST HOLE 1 SLOPE p I I I ar�rvwi ate, OR ORGANICS ""ELL CE)J / ___\ — 1 rM---M I \ 2 \3-7--)\/- / `, y / 4 / �1 5 BROWN SAND ` I I / I L 6 GM! AND GRAVEL \ TH u(e)JSM WITH MINIMALI1 TH-1 L7 SILT 7 IA O 8LO \1 M 910I \ \ 11 h1w- 12 I 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? N BOH 15 IF YES,AT WHAT TH X DEPTH? -DRY 16 DEPTH TO WATER AFTER 17 MONITORING? -DRY 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/10/16 1 10/10/16 10:45 --- 6.26 -- 2 10:50:33 5:55 MIN 12.26 DRY 6.00 3 10:51 --- 6.26 --- 4 10:56:55 5.92 MIN 12.26 DRY 6.00 5 10:57 --- 6.26 --- 6 11:03 6 MIN 12.26 DRY 6.00 PEROLATION RATE 1.0(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:1.2 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. ��\ Dote NOTES: PANNONEo4 ENGSVC, LLC �.OF A�gs>tit 04/19/2018 SOILS REPORT ANCHORAGE, NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 e0-.•• �4� 17,70# Scale Itr•• •• �Or * / NTS r P.I.D. NO BLUE BERRY SUBDIVISION020-021-28 T11N, R2W, SEC6, E2NW4, SW4NE4 r Steven . 15annorae PERMIT NO. Id. . CE 8149 .•c�j S12325 MARILYN NEWELL LIVING TRUST f, s . ...00„. SOILS LOG ANCHORAGE, AK �l,`�\\"=��4'r Sheet 2 OF 21 SOILS LOG -PERCOLATION TEST TEST HOLE 2 ` ---"-- SLOPE I# 1 OR ORGANICS — / 33 2 /HONEY BEAR LANE_ , 5 BROWN SAND I GM/ AND GRAVEL 6 X I SM WITH MINIMAL TH SILT LOT 1 ' r, Ar i 7 LOT 2 8 1 Fil 9 1 ' 10 -X10/21/16 4000 \ i A \ i 11 X1 0/10/16 I "�.N�,.,,-- I 12SILTY GRAVEL- 13 GM SMEARS 1 SLOPE WAS GROUND WATER 14 BOH ENCOUNTERED? Y 15 IF YES,AT WHAT TH X DEPTH? -11.0' 16 DEPTH TO WATER AFTER 17 MONITORING? -10.0' 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/10/16 1 10/10/16 11:30 --- 6.26 --- 2 11:32 2 MIN DRY 6.00 3 11:32 -- 6.26 -- 4 11:34 2 MIN DRY 6.00 5 11:34 -- 6.26 — 6 11:36 2 MIN DRY 6.00 PEROLATION RATE 0.3(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:1.0 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT SEE SIEVE ANALYSIS COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. pA� �,1�\\\� Date NOTES: PANNONE ENG ANCHORAGE,CK LLC Aer��OF A�gsllt 04/17/2018 SOILS REPORTrSQ•• ' '� Scale NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 /G>,• 4 9 7*.. 49 TH /"1 •*f# NTS ` ••• 0 P.I.D. NO BLUE BERRY SUBDIVISION A / 020-021-28 SEC6, E2NW4, SW4NE4 Steven 'On one j PERMIT NO. T11 N, R2W, r -?c, CE 8149 .• -5 S12325 MARILYN NEWELL LIVING TRUST �� s • � ANCHORAGE, AK lkk,e0 •" .40.0 � r. Sheet SOILS LOG tl��\\��_+' 3 OF 21 SOILS LOG - PERCOLATION TEST TEST HOLE 2A —.,,.—— — SLOPE SITE PLAN dt 1 OR ORGANICS Dedicate to ROW 2 —•—•—•—• HONEY BEAR LANE N 3 N. 4 XX LOT 3 5 BROWN SAND LOT 2 •\ 6 GM/ AND GRAVEL \TH SM WITH MINIMAL •\ SILT 7 N. 8 N. 9 -s-10/21/16r TH-2A10 X10/10/16 1 11 GM SILTY GRAVEL- SMEARS 12 BOH 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHAT TH DEPTH? -10.0' X 16 DEPTH TO WATER AFTER 17 MONITORING? -9.0' 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING • DATE PERFORMED:10/10/16 1 10/10/16 11:45 — 6.06 — 2 11:55 10 MIN 10.91 4.85 3 11:55 -- 6.06 -- 4 12:05 10 MIN 10.49 4.43 5 12:05 --- 6.06 -- 6 12:15 10 MIN 10.36 4.30 PEROLATION RATE 2.3(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE: 1.2 GPD/SF TEST RUN BETWEEN 3.5 FT AND 4.5 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. ��T�TG ,`��\��\ Date SOILS REPORT P.O.NOTES: BQX�10�29��54��ANCHORAGE,NCK 99510LC ��°F Ai. 04/17/2018 NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 -c0 . 4V.4-'00-yScale *:•�TM '.*l, NTS _ Ir.. r •••• • . .. 0 P.I.D. NO - BLUE BERRY SUBDIVISION 411 ��. . / 020-021-28 - T11 N, R2W, SEC6, E2NW4, SW4NE4 / even 8149 none PERMIT NO. MARILYN NEWELL LIVING TRUST tvh ,5 . ,�/ s12s2s SOILS LOG ANCHORAGE, AK ilkU OFESS0•• Sheet4 OF 21 SOILS LOG -PERCOLATION TEST TEST HOLE 3SITE PLAN SLOPE OR ORGANICS 1 60)ROW Esm181148 P9731 2 --HONEY BEAR LANE— 3 / 4 5 BROWN SAND • 6 GM/ AND GRAVEL X # SM WITH MINIMAL TH �/ I �O� �] SILT 3 8 9 ®7 ii/ i 11 LOT 2X• 12 —--10/10/16 10/21/16 •� 13 SLOPE BOH WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHATTH DEPTH? -12.0' X 16 DEPTH TO WATER AFTER 17 MONITORING? -12.0' 18 DATE: 10/21/16 1 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/10/16 1 10/10/16 12:30 --- 6.26 -- 2 12:34:51 4.85 MIN 12.26 DRY 6.00 3 12:35 -- 6.26 -- 4 12:40:43 5.72 MIN 12.26 DRY 6.00 5 12:41 -- 6.26 — 6 12:46:53 5.88 MIN 12.26 DRY 6.00 5 12:47 -- 6.26 -- 6 12:53 6.00 MIN 12.26 DRY 6.00 PEROLATION RATE 1 (min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE: 1.2 GPD/SF TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. ��T�T ��\\\\ Date NOTES: P p�B�X�102954 ENG 99510LLC ��OF •ACgsllk 04/17/2018 SOILS REPORTigirof\Q;••• Scale NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 * TI-1 �` *��I NTS % P.I.D. NO BLUE BERRY SUBDIVISION 020-021-28 T11N, R2W, SEC6, E2NW4, SW4NE4 Steven k 'Vii ne % PERMIT N0. ��,•, CE 8149 �� 512325 MARILYN NEWELL LIVING TRUST 7011JW.. k� SOILS LOG ANCHORAGE, AK ll`�\"`�i � Sheet5 OF 21 SOILS LOG -PERCOLATION TEST TEST HOLE 4 rI " SITEkAN SLOPE ,,,,/''' � - i 1 OR ORGANICS I - \ TR r / I 3 JTH4�� 2 0.32, - L I I I `� X10/21/16 3 SNOW BEAR DRIVE J _ _ r 4 X10/13/16 r--. •% •� 5 BROWN SILTY ��,' \,; GM GRAVEL-MOIST " TH BEAR 7 VALLEY.�.-.I •; , ITH-5 \� \r4000 8 B2 L6 0. �1 BOH �, N - 9 II ,�®A WELL(E) k.\....... 10 � I j / �� 11 f I I �% 12 .-- i ,/ 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHAT TH DEPTH? -4.0' X 16 DEPTH TO WATER AFTER 17 MONITORING? -2.5' 18 DATE: 10/10/17 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:8/29/17 1 8/29/17 3:45 -- 6.77 -- 2 4:15 30 MIN 8.55 1.78 3 4:15 -- 6.77 — 4 4:45 30 MIN 8.45 1.68 5 4:45 -- 6.77 --- 6 5:15 30 MIN 8.42 1.65 PEROLATION RATE 18.2(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:4 GPD/SF W/CAT II&ERS TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONE �NG �V `�.\\��\ Date NOTES: X02 54 ANC ANCHORAGE,CK 99510 '''-v.,. •O•F'A�gc`S'1ll04/17/201 B SOILS REPORT / • t Scale NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ;* •TM *+j NTS _ •••• 0 P.I.D. NO — BLUE BERRY SUBDIVISION - -021-28 T11 N, R2W, SEC6, E2NW4, SW4NE4 Steven P. '�annorae % PERMIT NO. or„... CE 8149 ..R- 4,,,j S12325 MARILYN NEWELL LIVING TRUST �f . • i SOILS LOG ANCHORAGE, AK lil�1�?OFESSO• 0�r'� SheetS OF 21 \\��V� SOILS LOG - PERCOLATION TEST TEST HOLE 5 SLOPE. I i k" SITE LAN • I 1 OR ORGANICS I `, . r TH-4 1 TR 3 3 SNOW BEAR DRIVE i ``� 1 BROWN SILTY 1 r----7:-. •- -• • —•� 4 GM GRAVEL-MOIST i 5 -10/21/16 �� \1 I 6 —X10/13/16 X TH BEAR j y 7 VALLEYLI ii "/ TH-5 \� " N1 • 98 3 .Isis. BOH 1 Xk.‘......... WELL(E)� I • / I 10 I 3� L 11 1 I I �/ • 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHATTH DEPTH? -6.0' X 16 DEPTH TO WATER AFTER 17 MONITORING? -5.0' 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/13/16 1 10/13/16 1:00 -- 6.26 --- 2 1:10 10 MIN 9.16 2.90 3 1:10 — 6.26 — 4 1:20 10 MIN 9.12 2.86 5 1:20 — 6.26 — 6 1:30 10 MIN 9.10 2.84 PEROLATION RATE 3.5(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:1.2 GPD/SF TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONEN �NG `��\\ Date SOILS REPORT P.O. P BOX 102954 ANCHORA SVC, 99510LC . of A�g6,kkk 04/17/2018 /.Q.'' 4,.....1.40#, Scale NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 /G,•• � 0*: TH I\ *I/ NTS 0••• • ••• 0 P.I.D. NO BLUE BERRY SUBDIVISION 21-2e T11 N, R2W, SEC6, E2NW4, SW4NE4 S•teven A. annorie / PERMIT N0. r -�,•. CE 8149 ..�j S12325 MARILYN NEWELL LIVING TRUST f� �s • �� ANCHORAGE, AK Ii ED ' •••Nps. sheet SOILS LOG l' �o SSo��- 7 OF 21 SOILS LOG- PERCOLATION TEST TEST HOLE 6I eo SLOPE SITE PLAN OR ORGANICS I I 2 BEAR I !yr: _ • LOT 6 3 VALLEY id B2 L1 4 I i 5 GM/ SILTY GRAVEL TH-6 AND SAND- M --M- _ . �-^1. 6 SM ROCKY x TH /,4— o ,s, Vid A / 7 rII \ II / 8 f 9 II ` 10 ! I I ; • 160.00 20) EA Esmt Bk 76 WELL(E) 11m---M---M- — —ate— — — " \ f / 12 –,SL--10/12/16 ., HONEY BEAR LANE y\/ - .. 13 SLOPE BOH WAS GROUND WATER 14 ENCOUNTERED? Y 1 15 IF YES,AT WHAT TH DEPTH? -12.0' x 16 DEPTH TO WATER AFTER 17 MONITORING? -DRY 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/12/16 1 10/12/16 12:00 - 6.26 -- 2 12:09:55 9.91 MIN 12.26 6.00(DRY) 3 12:10 — 6.26 — 4 12:20 10 MIN 12.26 6.00(DRY) 5 12:20 — 6.26 — 6 12:30 10 MIN 12.26 6.00(DRY) PEROLATION RATE 1.7(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:1.2 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NPANNONE �NG _�.............NN,, Date SOILS REPORT P.O. P BOX1002 54 ANCHORA SVC, 99510 LC % aF AL 404/17/2018 NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 yC�' .. / �4 'F,�10Scale *: 49TH . * \ . f NTS .. a.. �....� ... 0 P.I.D. NO BLUE BERRY SUBDIVISION �� . / 020-021-28 SEC6, E2NW4, SW4NE4 i 'tev n . Pannone PERMIT N0. T11 N, R2W, r fF•, CE 8149 ] S12325 MARILYN NEWELL LIVING TRUST f+li � P� Sheet SOILS LOG ANCHORAGE, li �NOFFSSI0=— 8 OF 21 SOILS LOG - PERCOLATION TEST TEST HOLE 7 • SLOPE SITE PLAN OR ORGANICS i 1ill 2 ILOT 7 3 GM/ SILTY GRAVEL LOT 6 I 4 AND SAND- SM / i ROCKY // ITH—]A 5 / I / 6 X I 1 TH / �'"�H j 011 — MOIST SILTY 8 GM GRAVEL I INs / / 1 9 –�-10/12/16i li N 10/21/16 10 BOH • 20) EA Esmt Bk 781 •1 11 12 HONEY BEAR LANE - ` — I 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHAT TH DEPTH? -9.0' X 16 DEPTH TO WATER AFTER 17 MONITORING? -9.0 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/12/16 1 10/12/16 11:05 -- 6.26 --- 2 11:09:27 4.45 MIN 12.26 6.00(DRY) 3 11:10 — 6.26 — 4 11:14:10 4.17 MIN 12.26 6.00(DRY) 5 11:15 -- 6.26 — 6 11:19:18 4.30 MIN 12.26 6.00(DRY) PEROLATION RATE <1 (min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:1.0 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT *SEE SIEVE ANALYSIS COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. Nn ��T/��TE ENG �.......„,,,......00,, Date SOILS REPORT P.O. P �BOX1029541 ANCHORAGE,CK 99510 AM r��OF At. 04/17/2018 /MQ '� Scale NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ,e.49 7» -9 ,�� NTS •• P.I.D 0 4..:) ..)1 .)BLUE BERRY SUBDIVISION 020-021-28 SEC6 E2NW4, SW4NE4 6 Steven15annone PERMIT NO. T11 N, R2W, f f,•, CE 8149 .05 S12325 MARILYN NEWELL LIVING TRUST Tib♦ �%S • ' Aw SOILS LOG ANCHORAGE, AK lll�`"``� '� Sheet9 OF 21 SOILS LOG - PERCOLATION TEST TEST HOLE 7A SLOPE I SITE PLAN OR ORGANICS I 1 I 2 _OT 7 I LOT 8- ' 3 SILTY GRAVEL I ® I 4 GM/ AND SAND •- SM ROCKY,HARDER (TH-7A 5 WITH DEPTH 1 ' ier, TH 4 ILOT 9 6 X 8 /....„.......T.,,,,,,t, /z, 1 \ BOH REFUSAL I \<4. I \\ 10 f I 1 \ I 11 '..." -1 .J__ f j . i ___I. 12 _ HONEY BEAR LANE- — — — — ---/ 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? N 15 IF YES,AT WHAT TH DEPTH? -DRY X 16 17 DEPTH TO WATER AFTER MONITORING? -DRY 18 DATE: 10/21/16 19 CLOCK WATER READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED: 10/11/16 1 10/11/16 10:30 --- 6.26 -- 2 10:40 10 MIN 9.46 3.20 3 10:40 --- 6.26 --- 4 10:50 10 MIN 9.27 3.01 5 10:50 --- 6.26 -- 6 11:00 10 MIN 9.24 2.98 PEROLATION RATE 3.4(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:1.2 GPD/SF TEST RUN BETWEEN 3.5 FT AND 4.5 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: 4��.xu Date PANNONE ENG SVC, LLC OF AC �l 04/17/2018 SOILS REPORT P.O. BOX 102954 ANCHORAGE, AK 99510 ��•'''''•qs ll NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 /�C0. `4i 1�y�l Scale ,filf*: 49 TM i *.0/ NTS — BLUE BERRY SUBDIVISION : - . 020-021-28 T11 N, R2W, SEC6, E2NW4, SW4NE4 ..tev-n =. 'Pannone % PERMIT NO. 6 f,,•, CE 8149 j S12325 MARILYN NEWELL LIVING TRUST t♦t ,5 . • i SOILS LOG ANCHORAGE, AK �lk,P\"``* � Sheet 0e0F 21 SOILS LOG - PERCOLATION TEST TEST HOLE 8 SLOPE I SIT4 PLAN OR ORGANICS I i 1 2 I LOT 8 I LO 3 ir,A.H l GM/ AND SAND- r 4 SILTY GRAVEL �" —7A SM ROCKY 5 z.5...) 6 \ TH 7 X10/10/17 ,�__. 8 BOH I � 9 jj 1 10 I iF\ i #. 11 LIt • i _I 12 _ , _ 12 HONEY BEAR LANE — 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? N 15 - IF YES,AT WHAT TH DEPTH? -DRY X 16 17 DEPTH TO WATER AFTER MONITORING? -7.0' 18 DATE: 10/10/17 19 CLOCK WATER READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:8/29/17 1 8/29/17 1:20 --- 5.05 --- 2 1:30 10 MIN 8.45 3.40 3 1:30 -- 5.05 --- 4 1:40 10 MIN 8.17 3.12 5 1:40 -- 5.05 -- 6 1:50 10 MIN 8.16 3.11 PEROLATION RATE 3.2(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE: 1.2 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. ILC� ��\ Date NOTES: pNip ENG SVC, LLC �~ OF AL ill 04/17/2018 SOILS REPORT P.O. BOX 102954 ANCHORAGE, AK 99510 ��• :7,014 NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 Aic00`P `4,-1-...„ y Scale *: � �\ .*I/ NTS _ ..... ..• . . •••• 0 P.I.D. NO — BLUE BERRY SUBDIVISION ' '-+21-28 T11 N, R2W, SEC6, E2NW4, SW4NE4 / Steven Ft. Ponnome / PERMIT NO. MARILYN NEWELL LIVING TRUST /I f,,-.. CE 8149 . �� 512325 SOILS LOG ANCHORAGE, AK ,'PD OFESS1�C1p� r Sheet1F 21 �\\\�t""k- SOILS LOG - PERCOLATION TEST TEST HOLE 9 ! �S�7E PLAN • SLOPE � OR ORGANICSI TR/'1AC B 1 SILTY SAND- I LOT 9 •`•�, 2 SM SMEARING 3 j I , �•_ 4 / I .� LI-85X 1 TH-9 6 SILTY GRAVELGMM AND SAND TH ",��, 4_7 , /`„,ons,^ 7 SM ROCKY I 8 9 i \ I \ V- 10 , . i i 11 '~'f- BOH 12 —PHONEY BEAR LANE 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? N 15 IF YES,AT WHAT TH DEPTH? -10.0' X 16 17 DEPTH TO WATER AFTER MONITORING? -DRY 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/12/16 1 10/12/16 3:00 — 6.26 — 2 3:10 10 MIN 9.66 3.40 3 3:10 — 6.26 — 4 3:20 10 MIN 9.52 3.26 5 3:20 -- 6.26 — 6 3:30 10 MIN 9.50 3.24 PEROLATION RATE 3.1 (min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE: 1.2 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONE LC ,`��t�\ Date NOTES: P O BOX�10129 4 EANCHORAGE,G CK I99510 'c �F A�'gSll) 04/17/2018 SOILS REPORT /'�Q:'• •'•'� � Scale NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 �r�, .y 0j NTS N0 *.' TH ,,* / P.I NO — BLUE BERRY SUBDIVISION 020-021-28 T11N, R2W, SEC6, E2NW4, SW4NE4 Steven R. Pannome ' PERMIT NO. ��.•. CE 8149 . j S12325 MARILYN NEWELL LIVING TRUST ft 4,;•. •� � Air SOILS LOG ANCHORAGE, AK lk • >1 �R?OFES510NP; � Sheet 12 0F 21 ��\��eab--•' SOILS LOG - PERCOLATION TEST TEST HOLE 9A SLOPE : I ` �. SITE PLAT I � \� 1 OR ORGANICS b. r m 3 N, i • •TH- 4c.),., 5 DoT 9 ,..... LOT 10 6 SILTY GRAVEL X GM/ TH j SM AND SAND- ROCKY �NT \\ ` i �•v" �r 8 i � \ 9 / iTH-10 10 ` ( Y/ 11 1 - 4 • .—. 12 -----10/21/16 — — — — kHONEY BEAR LANE— — — -- 13 13 WAS GROUND WATER SLOPE 14BOH ENCOUNTERED? N 15 IF YES,AT WHAT TH DEPTH? -DRY X 16 17 DEPTH TO WATER AFTER MONITORING? -12.0' 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE NET TIME LEVEL NET DROP TIME READING DATE PERFORMED:10/12/16 1 10/13/16 8:15 -- 3.65 — 2 8:25 10 MIN 5.68 2.03 3 8:25 --- 3.65 -- 4 8:35 10 MIN 5.45 1.80 5 8:35 -- 3.65 --- 6 8:45 10 MIN 5.42 1.77 PEROLATION RATE 5.6(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:0.8 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONE ENG LC ,�,�'�t�\\ Date SOILS REPORT OTES: BOX 102954 ANCHORAGE,SVC, 995 „c 9F N..!rols 04/17/2018 NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 eo'.. p �4, -�0,r Scale *; .......TH /..\../�. .. � P.I.D. NO BLUE BERRY SUBDIVISION 7 020-021-28 T11N, R2W, SEC6, E2NW4, SW4NE4 Steven P. 'annone % PERMIT NO. MARILYN NEWELL LIVING TRUST 10,....° CE 8149 �� S12325 SOILS LOG ANCHORAGE, AK it\ � OFE`` Sheet 21 \\� SOILS LOG - PERCOLATION TEST TEST HOLE 10 SLOPE SITE'PLAN h OR ORGANICS -....•••••••°:/. •\ 1 N O DRY AND /• - \ 2 GM/ GRAVELLY- •�N 3 SM SILTY GRAVEL AND SAND 4 A LOT 10 \ 5 6X GM/ WET SILTY TH N,--,� GRAVEL AND \ SM SAND r T 8 — �-10/10/16 TH-10 ! 10/21/16 A 9 10 BOH 11 12 HONEY BEAR LANE z 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? Y 15 IF YES,AT WHAT TH DEPTH? -8.0' X 16 17 DEPTH TO WATER AFTER MONITORING? -8.0' 18 DATE: 10/21/16 19 CLOCK WATER READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/13/16 1 10/13/16 9:30 --- 6.26 — 2 9:34:42 4.7 MIN 12.26(DRY) 6.00 3 9:35 --- 6.26 — 4 9:40:34 5.6 MIN 12.26(DRY) 6.00 5 9:41 --- 6.26 --- 6 9:47:01 6 MIN 12.26(DRY) 6.00 PEROLATION RATE 1 (min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:1.2 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. �N�T ,��\ Date NOTES: P�BOXO10NE4 ENG VC, 99510 '��F•AL'gS1 i 04/17/2018 SOILS REPORT NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 rico.• ��, '�y�� Scale jlir. 49TM /,k *I� NTS / { P.I.D. NO BLUE BERRY SUBDIVISION • / 020-021-28 T11 N, R2W, SEC6, E2NW4, SW4NE4 � teven '"Pannone " PERMIT NO. MARILYN NEWELL LIVING TRUST r9i•- CE 8149 \,'/ S12325 SOILS LOG ANCHORAGE, AK l�>t A?OFESS10�a� ~ Sheet 4eOF 21 �\\\iet.*'' SOILS LOG - PERCOLATION TEST TEST HOLE 10A \ SITE PLAN ir SLOPE 8g '\ OR ORGANICS o� `• \ 1 .0N 2 :Ni 3 GM/ GRAVEL WITH 0 LOT 10 I. 4 ML SILTY VEINS 5 ---10/21/16 / 6 \ TH • 1 7 GM GRAVEL 1710 ' 8 v--10/10/16 +' /x / / 10 BOH 11 HONEY BEAR LANE -- 12 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHAT TH DEPTH? -8.0' X 16 17 DEPTH TO WATER AFTER MONITORING? -5.0' 18 DATE: 10/21/16 19 CLOCK WATER READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/11/16 1 10/13/16 1:00 -- 6.26 — 2 1:30 30 MIN 8.44 2.18 3 1:30 -- 6.26 — 4 2:00 30 MIN 8.31 2.05 5 2:00 — 6.26 -- 6 2:30 30 MIN 8.29 2.03 PEROLATION RATE 14.8(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:0.6 GPD/SF TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONE ENG 1 -41' Dote SOILS REPORT P.O. 102954 ANCHORAGE,SVC, 99510LC �- �F A�gl4! 04/17/2018 �'�P' Scale NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 /G,• v v *. 49TH *�/ NTS • P.I.D. NO BLUE BERRY SUBDIVISION 0 - 1-28 T11 N, R2W, SEC6, E2NW4, SW4NE4 �SteveCE •8149 •n •. PERMIT N0. • MARILYN NEWELL LIVING TRUST �ftF�s•. • y S12325 SOILS LOG ANCHORAGE, AK ,AWROF sty- .. Sheet15 OF 21 SOILS LOG - PERCOLATION TEST TEST HOLE 11 SLOPE .Bf�T�P •O ,, OR ORGANICS 1 s I � 2 12 // Lo-r5)- 3 � TH-12/ 4 GM! SILTY GRAVEL , Y' SM AND SAND / ,.5 .---4‘.---m-----'' 6 \ 7 TH fr,rr r TH- 1 S/� IA 8 GP/ POORLY GRADED // GM SILTY GRAVEL ' t \�,�m I 9 X10/10/17 t\ 7/s \10 ,/ ` TH1Ifyl 7 11 LOT 11 ! / ,2 ,1/ \ BOH "\. \----- / 1 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? N 15 IF YES,AT WHAT TH DEPTH? -DRY X 16 17 DEPTH TO WATER AFTER MONITORING? -9.0' 18 DATE: 10/10/17 19 CLOCK WATER READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:8/29117 1 8/29/17 12:10 --- 7.40 --- 2 12:20 10 MIN 9.92 2.52 3 12:20 --- 7.40 --- 4 12:30 10 MIN 9.75 2.35 5 12:30 --- 7.40 --- 6 12:40 10 MIN 9.70 2.30 PEROLATION RATE 4.3(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:0.8 GPD/SF TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. *� �T LLC ��\ Date SOILS REPORT P.O. PANNONE ENG SVC, LLC �pF q�q\>1 04/19/2018 P.O. BOX 102954 ANCHORAGE, AK 99510 �,`Q'.. s�l�l Scale NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 * TM 4,:.• , *r+/ NTS �....�. �, ;.I O. NO s-021-28 - BLUE BERRY SUBDIVISION / Steven R. 'onnonePERMIT NO. T11N, R2W, SEC6, E2NW4, SW4NE4 4 �,�,. CE 81494,,1,'T S12325 MARILYN NEWELL LIVING TRUST �� cs . i SOILS LOG ANCHORAGE, AK Il�l��\\`==4� Sheet 21 SOILS LOG -PERCOLATION TEST TEST HOLE 12 SLOPE SITE PLAN ORGANICS OR 1 ( I 2 12 % /// 1 2 TH-12/ \ I LOT t 3 4 , . 4 ce/// 5 GM/ SILTY GRAVEL ►•�,_ ��.in�N -- 1, p, 6SW AND SAND X �* TH TH-11"7Th 8 roppr, 9 ( 7A . • 10 \rn, 7 -&-10/21/16 LO A 11 — 1 # Y \ / 12 -s-10/11/16 \-----9/ 1 I 13 GM WET SILTY GRAVEL SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y BOH 15 IF YES,AT WHAT TH DEPTH? -12.0' X 16 DEPTH TO WATER AFTER 17 MONITORING? -11.0' 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/11/16 1 10/11/16 3:00 --- 6.40 -- 2 3:10 10 MIN 11.12 4.72 3 3:10 -- 6.40 — 4 3:20 10 MIN 10.51 4.11 5 3:20 — 6.40 — 6 3:30 10 MIN 10.47 4.07 PEROLATION RATE 2.5(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE: 1.2 GPD/SF TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONE �NG ��\\\\\ Date SOILS REPORT P.O. P BOX102954 ANCHORAGE,CK 99510 '''''''C •LLC 'C��F A�'gS,l0 04/17/2018 NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 AeeoNQ 4,„:•....74 Scale *• 49TH f, .*0 NTS / . •j ••• I P.I.D. NO BLUE BERRY SUBDIVISION ' '-021-28 T11N, R2W, SEC6, E2NW4, SW4NE4 Alb.. 'f�' �onnorae % PERMIT N0. ��c. CE 8149 �% 512325 MARILYN NEWELL LIVING TRUST �ti s � SOILS LOG ANCHORAGE, AK ill FROFESSiO= �' Sheet 21 SOILS LOG - PERCOLATION TEST TEST HOLE 1271 A i I SLOPE SITE PLAN OR ORGANICS 4 f \ LOT 12 ' , 1 \ 2 SM SILTY SANDt f* lf) , , , ',3 \•Ck 1 1 TH-1 I ) . \ r SILTY SAND AND 4 GM/ GRAVEL SMEARING '� # TH-13 5 SM IMPERVIOUS)TIGHT-NOT 1 `� • i / i X I \+sem V \ / , 6 TH \�'"'vY GM WET SILTY \ir `�6 GRAVEL sI / I 9 9�`` LOT 13 10 —II—,0/2,/,6 Gf�0 -A 11 10/10/16 (,Q I R II 12 BOH 'Qr, i I \ I't 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHAT TH X DEPTH? -11.0' 16 DEPTH TO WATER AFTER 17 MONITORING? -10.0' 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/11/16 1 10/11/16 10:45 -- 6.26 — 2 10:55 10 MIN 9.27 3.01 3 10:55 --- 6.26 -- 4 11:05 10 MIN 9.07 2.81 5 11:05 -- 6.26 -- 6 11:15 10 MIN 9.07 2.81 PEROLATION RATE 3.6(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:0.8 GPD/SF TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY:Dan Moran/Joe Lawendowski.I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONE ENG ��`\\\\\\ Date SOILS REPORT P.O.NOTES: BOXv2 54 ANCHORAGE,SVC,K 99510LC ,7*'..� F At.,ikkl4 04/17/2018 NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 „deco: �4� i,.0 Scale _ *. �� * NTS/ --------•illb• • 0 P.I.D. NO BLUE BERRY SUBDIVISION •• 11-021-28 T11 N, R2W, SEC6, E2NW4, SW4NE4 /r teveCE�8149 no j/ PERMIT NO. MARILYN NEWELL LIVING TRUST f5 01�,P,P4.. Ase Sheet SOILS LOG ANCHORAGE, AK I l\l�\\"`=�� 18 OF 21 SOILS LOG - PERCOLATION TEST TEST HOLE 13 SLOPE ` SITE PLAN I OR ORGANICS I \ 2 SM SILTY SAND I i TH-1 , 3 SILTY SAND AND / /� / 1 r GRAVEL j 4 SM SMEARING 1 (TIGHT-NOT TH-13/ TH-1 5 IMPERVIOUS) 4/ I i / 1 / X 6 TH / I- WET SILTY \ 1 -�H 7 GM GRAVEL 8 X10/21/16 \-)/ f vil i / 1 9 10/10/16 LOT 13 10 V i jf 1 SLOT 14 BOHi I' i 1 i 11 ,2 , A . . �N � I • iI 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHATTH DEPTH? -9.0' X 16 DEPTH TO WATER AFTER 17 MONITORING? -8.0' 18 DATE: 10/21/16 WATER CLOCK 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/11/16 1 10/11/16 10:00 --- 6.26 -- 2 10:10 10 MIN 8.26 2.00 3 10:10 -- 6.26 4 10:20 10 MIN 8.21 1.95 5 10:20 -- 6.26 --- 6 10:30 10 MIN 8.19 1.93 PEROLATION RATE 5.2(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE:0.8 GPD/SF TEST RUN BETWEEN 2.5 FT AND 3.5 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE NBOXO10129 4 ANCHORAGE,NG CK 995L10C � ?P,��9F A.'4;h, 04 17/2018 SOILS REPORT NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ��: �', '9 0� Scale NTS *• 4• TH /\ ..*9 P.I D. NO BLUE BERRY SUBDIVISION ,�,.�� 020-021-28 SEC6, E2NW4, SW4NE4 Steven R. 15annone PERMIT NO. T11 N, R2W, o ��,•, CE 8149 /P. S12325 MARILYN NEWELL LIVING TRUST � +fh�%s:.• 9 Sheet SOILS LOG ANCHORAGE, AK il��,\"``-.. 19 OF 21 SOILS LOG - PERCOLATION TEST TEST HOLE 14 SLOPEi}E PIAN. OR ORGANICS i <7.74:92-..., I@k X81 88t8 ...---1 . 2 1 PII 3 - , I 4 /�� r fi i 5 TH-13 I THI BROWN SILTY m 6 SM SAND AND X TH � � I w 1 GRAVEL40// / / / dAtA411.1W 7 "8 10/11/16 9 — 10/21/16 JT 13 � ,0 j1 \LOT 14 .111 III \ BOH 12 if f • II I 13 SLOPE WAS GROUND WATER 14 ENCOUNTERED? Y 15 IF YES,AT WHAT TN DEPTH? -9.0' X 16 DEPTH TO WATER AFTER 17 MONITORING? -9.0' 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/11/16 1 10/11/16 9:30 - 6.26 — 2 9:34:51 4.85 MIN 9.72 3.46 3 9:35 -- 6.26 — 4 9:40:43 5.72 MIN 9.57 3.31 5 9:41 -- 6.26 --- 6 9:46:53 5.88 MIN 9.52 3.26 PEROLATION RATE 3.1 (min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE: 1.2 GPD/SF TEST RUN BETWEEN 3.5 FT AND 4.5 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. N ,��\ Date SOILS REPORT P.O. �p O. BOX /1029154 �ANCHORA SVC,NG K 99510 LLC : OF A�gsllt 04/17/2018 NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ,••'63.•— „• 9*�j/ Scale /. .... P.I.D. NO BLUE BERRY SUBDIVISION 41' �..... 020-021-28 T11 N, R2W, SEC6, E2NW4, SW4NE4 teven •f�. �9 .c_•j PERMIT NO. �<, •• CE 8149 �/� 512325 MARILYN NEWELL ANCHORAGE,VINAK TRUST +till ,e), • — I�NP& � Sheet SOILS LOG \\\\"`- - 20 OF 21 SOILS LOG - PERCOLATION TEST TEST HOLE 15 SLOPE SITE PLAN OR ORGANICS 1 LOT15 2 3 r TH-15 4 5 GP/ ROCKY GRAVELLY SAND �® 0i SM 6 WITH SOME SILT X TH 7 Sr................ •i,.�. —,NDN 10 ,1 LOT 12 I \\ 12 %//"//� � ' 13 GM SILTY GRAVEL SLOPE WAS GROUND WATER 14BOH ENCOUNTERED? N 15 IF YES,AT WHAT TH DEPTH? -DRY X 16 DEPTH TO WATER AFTER 17 MONITORING? -DRY 18 DATE: 10/21/16 CLOCK WATER 19 READING DATE TIME NET TIME LEVEL NET DROP READING DATE PERFORMED:10/11/16 1 10/11/16 8:00 -- 6.64 -- 2 8:10 10 MIN 11.92 5.28 3 8:10 — 6.64 4 8:20 10 MIN 11.81 5.17 5 8:20 --- 6.64 -- 6 8:30 10 MIN 11.81 5.17 PEROLATION RATE 1.9(min/inch)PERC HOLE DIAMETER 6 inches RECOMMENDED APPLICATION RATE: 1.2 GPD/SF TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS:Test hole excavated by FLINSTONE ENTERPRISES. PERFORMED BY: Dan Moran/Joe Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONENENG ��\\\\v Date SOILS REPORT P.O. P BOX102954 ANCHORAGE,SVC, 99510 r'�- OF A4.gSlll 04/17/2018 NOT FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 /lfi' ,..,4�•tyl+} Scale *:49TM Ifk *!4 NTS _ r P.I.D. NO BLUE BERRY SUBDIVISION r N._� +. 020-021-28 T11 N, R2W, SEC6, E2NW4, SW4NE4 d teven CE�8149 n0 % PERMIT NO. t F e S12325 •MARILY A CHORAGENEWELL VIAK NG TRUST +,4�1j` �O�oFESstoN•.t.' Sheet SOILS LOG \t\\`\`��. 21 OF 21 18 April 2018 Mr. Ross Noffsinger, P.E. Acting Building Official, Engineering Services Manager Municipality of Anchorage Development Services Department 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Blue Beary Subdivision, Lo No,..) Tr 2.. �Mw Mr. Noffsinger: I want to first off say thank you for meeting with use concerning this subdivision yesterday. As we discussed, I am writing to acknowledge that Lot 16 has an un-approved wastewater system serving the structure.The structure on this lot is not inhabited currently, and would take a significant remodel project to make it inhabitable.The Trust does not have intentions at this time to sell lot 16 after the subdivision is approved.The Trust acknowledges that the sale of this lot will require either razing the building and abandoning the existing cesspool, or upgrading the wastewater system to meet the current code. If you have any questions or concerns, please contact me at 907.272.8218. Sincerely, n/ 1.7 Ron Alban Trustee „ ) 7� ��D��-2, ��o�vs Marilyn Newell Living Trust V 'eP ' V 3150 C Street, Ste. 250 � � (�� Anchorage, AK 99503 w�0 e 7'1'61 1-ke' -e.X 1 ,� J15 57es-ftvA_ or trirc.t. ci 4L1-- l USeG� o-e VIoi,k cov ( i et'2-t- cirS,ldh.,L( 67( 1` i` 5 Vla �' Cc l�d�� . 5y5J`koi( 6e. 4 U k---- CGCG v pa vim y { o5-5 AJo r eYvi��S /ite"c1,tet e f_ — 1 -- 18